Steel Design - Tension member design to SANS 10162-1 - SD424

[@devilliersmolefe3851]

you are a life saver thank you very much from UKZN

[@joemaloba3075]

Thanks for the video, very helpful.

[@georgen9755]

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[@katlegosimon4445]

If you made a mistake when calculating the tensile failure of A-B-G-D your Tr was supposed to be Tr=0.85*0.9*3655*470*10^-3. Please correct me if I am wrong

[@mashudupatricia3501]

I think he made a mistake,he was supposed to use the effective net area not the net area, the Tr= 1314 kN

[@smathe7]

you are a god send!

[@princematika7250]

thanks for the video...its very helpful!! thanks once more

[@SZBEK1]

Hey keep uploading, im trying to be autodidact. Thanks, also, softwares for structural engineers please (autocad, staad)